 There are  124 equations and the skyline storage is 4388

  Node   x-disp      y-disp      z-disp
    1  0.0000E+00  0.0000E+00 -0.2246E-01
    2  0.1584E-02  0.0000E+00 -0.2255E-01
    3  0.3220E-02  0.0000E+00 -0.2333E-01
    4  0.0000E+00  0.0000E+00 -0.1849E-01
    5  0.1544E-02  0.0000E+00 -0.1884E-01
    6  0.0000E+00  0.0000E+00 -0.1443E-01
    7  0.7581E-03  0.0000E+00 -0.1435E-01
    8  0.1511E-02  0.0000E+00 -0.1411E-01
    9  0.0000E+00  0.0000E+00 -0.6164E-02
   10  0.2792E-02  0.0000E+00 -0.6430E-02
   11  0.0000E+00  0.0000E+00  0.0000E+00
   12  0.0000E+00  0.0000E+00  0.0000E+00
   13  0.0000E+00  0.0000E+00  0.0000E+00
   14  0.0000E+00 -0.2637E-02 -0.2091E-01
   15  0.2682E-02 -0.2352E-02 -0.2157E-01
   16  0.0000E+00  0.1921E-02 -0.1258E-01
   17  0.1402E-02  0.2013E-02 -0.1229E-01
   18  0.0000E+00  0.0000E+00  0.0000E+00
   19  0.0000E+00  0.0000E+00  0.0000E+00
   20  0.0000E+00 -0.4405E-02 -0.1366E-01
   21  0.6192E-03 -0.4365E-02 -0.1368E-01
   22  0.1280E-02 -0.3937E-02 -0.1387E-01
   23  0.0000E+00  0.1078E-02 -0.1150E-01
   24  0.8754E-03  0.1490E-02 -0.1152E-01
   25  0.0000E+00  0.2958E-02 -0.9172E-02
   26  0.5428E-03  0.2966E-02 -0.9094E-02
   27  0.1087E-02  0.3084E-02 -0.8864E-02
   28  0.0000E+00  0.2376E-02 -0.4184E-02
   29  0.2000E-02  0.2632E-02 -0.4380E-02
   30  0.0000E+00  0.0000E+00  0.0000E+00
   31  0.0000E+00  0.0000E+00  0.0000E+00
   32  0.0000E+00  0.0000E+00  0.0000E+00
   33  0.0000E+00 -0.3580E-02 -0.5979E-02
   34 -0.7435E-04 -0.3321E-02 -0.5813E-02
   35  0.0000E+00  0.3151E-02 -0.5383E-02
   36  0.7612E-03  0.3313E-02 -0.5104E-02
   37  0.0000E+00  0.0000E+00  0.0000E+00
   38  0.0000E+00  0.0000E+00  0.0000E+00
   39  0.0000E+00 -0.2121E-02 -0.2576E-02
   40 -0.1816E-03 -0.2066E-02 -0.2541E-02
   41 -0.3530E-03 -0.2120E-02 -0.2338E-02
   42  0.0000E+00  0.2687E-03 -0.2404E-02
   43  0.1000E-03  0.3146E-03 -0.2218E-02
   44  0.0000E+00  0.2651E-02 -0.2133E-02
   45  0.2082E-03  0.2669E-02 -0.2080E-02
   46  0.4198E-03  0.2802E-02 -0.1957E-02
   47  0.0000E+00  0.2293E-02 -0.1130E-02
   48  0.6752E-03  0.2511E-02 -0.1198E-02
   49  0.0000E+00  0.0000E+00  0.0000E+00
   50  0.0000E+00  0.0000E+00  0.0000E+00
   51  0.0000E+00  0.0000E+00  0.0000E+00
   52  0.0000E+00 -0.1712E-02 -0.5376E-03
   53 -0.9195E-04 -0.1719E-02 -0.4759E-03
   54  0.0000E+00  0.2045E-02 -0.3707E-03
   55  0.8501E-04  0.2180E-02 -0.2926E-03
   56  0.0000E+00  0.0000E+00  0.0000E+00
   57  0.0000E+00  0.0000E+00  0.0000E+00
   58  0.0000E+00 -0.1708E-02  0.1459E-02
   59 -0.3549E-04 -0.1702E-02  0.1491E-02
   60 -0.7240E-04 -0.1670E-02  0.1452E-02
   61  0.0000E+00  0.3922E-03  0.1137E-02
   62 -0.1456E-03  0.4848E-03  0.1138E-02
   63  0.0000E+00  0.1668E-02  0.5261E-03
   64 -0.9978E-04  0.1700E-02  0.5389E-03
   65 -0.2111E-03  0.1826E-02  0.5433E-03
   66  0.0000E+00  0.1572E-02 -0.1028E-03
   67 -0.7448E-04  0.1716E-02 -0.5846E-04
   68  0.0000E+00  0.0000E+00  0.0000E+00
   69  0.0000E+00  0.0000E+00  0.0000E+00
   70  0.0000E+00  0.0000E+00  0.0000E+00

 The integration point (nip= 1) stresses are:
    Element     x-coord     y-coord     z-coord
    sig_x       sig_y       sig_z       tau_xy      tau_yz      tau_zx
       1      0.2500E+00  0.5000E+00 -0.5000E+00
 -0.2672E-01 -0.1647E+00 -0.9088E+00  0.6145E-02  0.9597E-01  0.4352E-02
       2      0.2500E+00  0.5000E+00 -0.1500E+01
  0.3985E-01 -0.5316E-01 -0.6298E+00 -0.2140E-02  0.7614E-01  0.4169E-02
       3      0.2500E+00  0.1500E+01 -0.5000E+00
 -0.2482E-01 -0.1260E+00 -0.1052E+00  0.4840E-02  0.9399E-01 -0.2814E-02
       4      0.2500E+00  0.1500E+01 -0.1500E+01
  0.2477E-01 -0.8240E-01 -0.2822E+00 -0.3179E-02  0.1214E+00  0.2939E-02
       5      0.2500E+00  0.2500E+01 -0.5000E+00
  0.3767E-02  0.8619E-02 -0.1469E-01 -0.9006E-03 -0.8733E-02  0.8652E-03
       6      0.2500E+00  0.2500E+01 -0.1500E+01
  0.7407E-02 -0.4390E-01 -0.2831E-01 -0.5639E-03  0.6083E-01  0.5078E-04
